1.2 Deflection and Span-to-Depth Ratios [2.5.2.6]

Apply the criteria for Span-to-Depth Ratios in LRFD [2.5.2.6.3].  The criteria for deflection in LRFD [2.5.2.6.2] and [3.6.1.3.2] only apply for the design of bridges with pedestrian traffic or bridges where vehicular traffic is expected to queue.